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Expected compressive strength in precast, prestressed concrete design: A methodology to analyze regional strength results
| 题名： | Expected compressive strength in precast, prestressed concrete design: A methodology to analyze regional strength results |
| 正文语种： | eng |
| 作者： | David M. Mante;Levent Isbiliroglu;Andric Hofrichter;Robert W. Barnes;Anton K. Schindler |
| 作者单位： | Lafayette College in Easton Pa;Auburn University in Alabama;Olsson in Grand Island;Department of Civil and Environmental Engineering at Auburn University;Department of Civil and Environmental Engineering at Auburn University |
| 关键词： | Camber; concrete compressive strength; deflection; expected strength; historical review; serviceability; specified stiength; strength prediction |
| 摘要： | Accurate predictions of concrete compressive strength are critical for designers to effectively estimate the camber, deflections, and prestress losses of precast, prestressed concrete elements. A methodology that relies on regional concrete bridge girder strength test results is proposed for predicting expected concrete compressive strength. Strength data collected from precast, prestressed concrete plants were manipulated by the use of a strength-difference approach to facilitate American Concrete Institute 214R-11 analysis methods. The data set was used to evaluate five other empirical prediction model forms. When implemented using an Alabama regional data set, the methodology resulted in markedly more accurate predictions of expected concrete strength at prestress transfer and at 28 days compared with current practice. |
| 出版年： | 2022 |
| 期刊名称： | PCI Journal |
| 卷： | 67 |
| 期： | 5 |
| 页码： | 40-52 |
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